Titlebook: Soils and Foundations for Architects and Engineers; Chester I. Duncan Book 1992 Springer Science+Business Media New York 1992 construction

Ordeal

TAP

soils mechanics and foundations.It alsoredefines and clarifiesmany frequently misunderstood aspects of soilmechanics andfoundations such as the actual failure mode of footingdue toexcessive vertical or lateral pressure theory and the effectofgroundwater.978-1-4757-6545-8

Albinism

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Piles, Piers, and Caissons,It is recognized that spread footings are the quickest and most cost effective way to transfer the loads of a building into the ground. There are situations, however, in which spread footings cannot reasonably be used. An examination of the test boring log given in Figure 6-1 illustrates this point.

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,Walls—Construction Details,There are times in the course of the architectural development of a project, or during the construction of the project itself, when it is necessary to provide for abrupt changes in the contours of the existing grade. These changes may be of a temporary nature or they may be permanent. Examples of where such changes are required is as follows:

Nebulous

Soil Compaction,Soil compaction is a process whereby a layer of soil is densified by forcing air out of the voids. The effects of soil compaction are as follows:

HOWL

Expansive Clay, is a generic term used by architects, engineers, and contractors to indicate any soil that exhibits, by observation or by tests, the characteristic of volumetric expansion or contraction when subjected to an increase or decrease in moisture content. This phenomenon occurs only in clays, but does not occur equally in all clays.

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